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堆石体的英文

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"堆石体"怎么读用"堆石体"造句

英文翻译手机手机版

  • enrockment
  • loose-rock dump
  • rockfill

例句与用法

  • Analyisis of arching mechanism in compacted rockfill
    碾压堆石体成拱机理分析
  • Experiment on self - compacting concrete filling rock - fill
    自密实混凝土充填堆石体的试验
  • Statistics on strength parameters for roller - compacted revetment
    碾压堆石体强度参数的统计特征分析
  • Effect of particle - size characteristics on seepage property of rockfill
    堆石体粒径特征对其渗透性的影响
  • Application of landpac impact compaction technology to deck dam rockfill costruction
    蓝派冲击压实技术在面板坝堆石体填筑中的应用
  • The paper is emphasis on how to simulate the boundary condition of the enrockment near the high steep bank slope
    本文就如何模拟高陡岸坡附近堆石体的边界条件展开工作。
  • In the conventional stress - strain analysis of finite element method ( fem ) , the boundary of concrete - faced rockfill dam ( cfrd ) is treated as complete constraint . so it can not calculate the deformation of the peripheral joint
    以往面板堆石坝有限元应力应变分析中的堆石体边界按照全约束处理,计算出面板的周边缝变形很小。
  • It is very important that the reasonable creep model is adopted to simulate the deformation of the rockfill dam and the reasonable construction processes are also adoped to decrease the deformation and stress of the face slab
    因此,对于分期浇筑面板、分期蓄水的水布垭高面板堆石坝,选用合适的流变模型正确模拟堆石体的变形特性,以便采用合适的施工程序减小面板应力变形具有重要意义。
  • Based on creep constitutive model of power function , numerical simulation and detailed algorithm applied to the analysis of general fem is presented for the stress and deformation analysis of shuibuya concrete faced rockfill dam
    摘要采用高围压下的幂函数流变本构模型进行堆石体应力变形计算,推导该本构模型在三维有限元分析中的具体算法和实现步骤,对水布垭面板堆石坝进行了考虑堆石流变性的应力应变分析。
  • A brief introduction is given to the treatment of the zeya dam foundation , principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir . as for the excavation of the sand - gravel zones , except the toe slab and its 1 / 9 bottom width down stream , the alluvial layers are excavated to the micro - weathered rocks , while the other sections remain unexcavated . regarding to the treatment of the fracture zones , concrete filling is used for the toe slabs and semi - permeable materials are used for other section . according to the construction characteristics , a filter is placed in the down stream embankment foot . to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted . as a result safety , economic benefit , convenience in construction and good performace are achieved
    简要论述泽雅水库面板堆石坝坝基处理和防渗的原则及设计要点.趾板基础和堆石体各区砂砾石基础开挖,除趾板与其下游1 / 9底宽范围以及坝脚挖除冲积层至弱风化(局部微风化)基岩外,其余部分均予以保留.断层破碎带处理,趾板部位采用混凝土塞,其它部位采用半透水料置换,并根据本工程特点在下游坝脚加设了反滤层.为提高坝基的整体性和防渗性能,对趾板进行了固结和帷幕灌浆.达到了安全、经济、便于施工的目的,运行情况良好,可为面板堆石坝的设计和研究提供参考与借鉴
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